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ACI 355.3R-11 - Guide for Design of Anchorage to Concrete: by ACI Committee 355

By ACI Committee 355

This consultant provides labored examples utilizing the layout provisions in ACI 318 Appendix D. no longer all stipulations are lined in those examples. The necessities of direct stress, direct shear, mixed pressure and shear, and the typical state of affairs of eccentric shear, as in a bracket or corbel, are offered.

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Additional resources for ACI 355.3R-11 - Guide for Design of Anchorage to Concrete: Examples Using ACI 318 Appendix D

Sample text

6 For 1 in. 2(a)). 75φNsa (or 19,771 lb) 6. Therefore, the anchor strength remains governed by ductile steel failure. Evaluate concrete side-face blowout failure mode: 7. 4hef), concrete side-face blowout failure mode is not applicable. 2 This type of failure can occur in thin slabs where the anchors have torque applied. The minimum edge distance for cast-in anchors with torque applied is 6da , where da is the bolt diameter. This failure mode is not applicable because the anchor is remote from an edge.

Step 1. 3R-11) 2. 1 Type B welded headed studs. Assume tension steel failure controls. The basic requirement for the anchor steel is: φNsa ≥ Nua Eq. 1]). Nsa = nAse futa Eq. (D-3) For design purposes, Eq. (D-1) with Eq. 9fya or 125,000 psi. 9(51,000 psi) = 96,900 psi; therefore, use the specified minimum futa of 65,000 psi. 2(b), 1/2 in. 2). , and 1 in. diameters. 1. The total design steel strength of four 1/2 in. 2 52 3. 2 Two different equations are given for calculating concrete breakout strength; for single anchors, Eq.

Check the various concrete failure modes. 4 Determine the concrete breakout strength assuming Condition B (no supplementary reinforcement has been provided): A Nc N cb = ----------ψ ψ ψ N A Nco ed, N c, N cp, N b Eq. 5 N b = k c f c′ h ef Eq. (D-7) where kc = 24 for cast-in anchors. , so Eq. (D-8), N b = 16 f c′ h ef , does not apply. 75φNsa (or 19,771 lb) Therefore, the anchor strength remains governed by ductile steel failure. 3R-11) 5. 3 To prevent a pullout failure mode, the requirement for pullout strength of the hooked bolt checks the bearing stress inside the hook.

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